Uniform Building Code, Volume 1Pacific Coast Building Officials Conference, 1952 - Building laws |
From inside the book
Results 1-3 of 89
Page 153
... Cont'd . ) De - t quantities in the two directions . For columns in which the load , N , has an eccentricity , e , greater than the column depth , t , or for beams subject to small axial loads , the determination of the fiber stress f ...
... Cont'd . ) De - t quantities in the two directions . For columns in which the load , N , has an eccentricity , e , greater than the column depth , t , or for beams subject to small axial loads , the determination of the fiber stress f ...
Page 163
... ( Cont'd . ) ( d ) Shearing Rivets , pins , and turned bolts in reamed or drilled holes ........... 15,000 Unfinished bolts ... 10,000 Webs of beams and plate girders , gross section 13,000 ( e ) Bearing Double Shear Single Shear Rivets ...
... ( Cont'd . ) ( d ) Shearing Rivets , pins , and turned bolts in reamed or drilled holes ........... 15,000 Unfinished bolts ... 10,000 Webs of beams and plate girders , gross section 13,000 ( e ) Bearing Double Shear Single Shear Rivets ...
Page 165
... ( Cont'd . ) portion of the outstanding legs outside the fillets of the flange angles shall be considered effective in bearing . If h t is equal to or greater that 70 , intermediate stiffeners shall be required at all points where v ...
... ( Cont'd . ) portion of the outstanding legs outside the fillets of the flange angles shall be considered effective in bearing . If h t is equal to or greater that 70 , intermediate stiffeners shall be required at all points where v ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 33 |
Copyright | |
44 other sections not shown
Other editions - View all
Common terms and phrases
appliance approved asbestos bars beams bolt brick Building Official building or structure ceiling cement cent Chimneys clearance Code column combustible compression compression members compressive strength conform Cont'd designed diameter Douglas fir dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone flammable liquids floor flue or vent foot four inches furnaces girders Grade grain Group grout gypsum heaters height horizontal incombustible materials installed interior joints joists lath least live load located lumber masonry metal minimum mortar occupant load one-half inch one-hour fire-resistive construction partitions permitted pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets roof shear six inches slab smoke pipe solid space specified in Chapter specified in Section square feet square inch Stairs stairway standpipes steel structural steel studs Subsection Table thickness twenty feet 20 TYPES OF CONSTRUCTION U.B.C. Standard ventilation width wire wood